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<br /> ' SKETCH ONLY SEC. 05 TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> LOT 26, BLOCK BEARING BASIS:
<br /> SILVERADO RANCH SUBDIVISION PHASES 6, 8 & 9A WEST BOUNDARY OF SUBJECT PLAT BEING N 02'35'32" E
<br /> PASCO COUNTY, FLORIDA.
<br /> THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> PRELIMINARY DRAWING: / N MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> THIS PLAN IS FOR PERMITTING PURPOSES TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY / EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. o
<br /> TRACT E n UNDERGROUND FOOTER, STEM WALL, AND
<br /> COMMON AREA II UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> LEGEND: / / SHOWN.
<br /> ...... = PROPOSED DRAINAGE FLOW
<br /> (00.00) = PROPOSED GRADE / / ��' DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> E-00.00 = EXISTING GRADE NOTES TAKE PREFERENCE.
<br /> �• / FLOOD v
<br /> ZONE CERTAIN DATA SHOWN HEREON BASED ON
<br /> OTOGRADING TYPE = B N /49'5 59(�) E h^ x ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> PROPOSED PAD ELEVATION = 104.8' ( 6,59'(P) ` STRUCTURE TIES SHOWN HEREON DENOTES
<br /> FRONT SETBACK = 20' FLOOD ZONE MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> SIDE SETBACK = 7.5' /TRACT E WETLAND M o "A" TO PROPERTY LINE.
<br /> REAR SETBACK = 15' CONSERVATION, _N h
<br /> AREA
<br /> % U r = 10' UTILITY EASEMENT
<br /> / /"*— ND
<br /> /.• � OCK 6
<br /> LINE B
<br /> 0� O
<br /> Z �
<br /> �• F
<br /> /� •' js
<br /> .60 •. � c?
<br /> FLOOD 2 •J.•
<br /> ZONE
<br /> P
<br /> FLOOD
<br /> ZONE (104.60') .•;�� QO �\G�'C
<br /> .A„ �0 G1
<br /> le PLOT 26 1`'.•.
<br /> ti BLOCK 5 �6 22.50'
<br /> ;;.... .......... <
<br /> 1 f ,
<br /> 0
<br /> ON LOT AREA CALCULATIONS /y "
<br /> LOT =_9125.75_SQ. FT. LOT 27 /
<br /> LIVING AREA = 25_76___SQ. FT. BLOCK 5 ° �/A °
<br /> ENTRY =_156 __SQ. FT. 0 s ��
<br /> GARAGE = 674 _SQ. FT. sue. ice° U
<br /> COVERED LANAI =_NzA--- SQ. FT. �S• •` ryao°
<br /> PATIO ==N[A _SQ. FT. yp oa' ,
<br /> POOL AREA = N[A[ _SQ. FT, 1.•' i °
<br /> CONC. DRIVE =_845 __SQ. FT, 2 �o
<br /> A/C & CONC PAD =_12 -SQ. FT. p�s•'� * 1° a'•:'�o„
<br /> PhIVATE SIDEWALK = 3ff__ SQ. FT. /
<br /> IMPERVIOUS ==47
<br /> = 4293_—SQ. FT.
<br /> SOD = 4833__SQ. FT. �►�
<br /> OFF LOT AREA CALCULATIONS
<br /> (103• v'`
<br /> RIGHT OF WAY = 1187.83 SQ. FT.
<br /> DRIVE APRON =-381 __SQ. FT.
<br /> PUBLIC SIDEWALK = 332 __SQ. FT. /
<br /> SOD =_55 SQ. FT.
<br /> TOTALS tig.• QL1 G ��`
<br /> AREA =_10313.58 SQ. FT. �p
<br /> ?o
<br /> DRIVEWAY = 3196__SQ. FT.
<br /> SIDEWALK = 362 Q. FT.
<br /> SOD =_5338 _SQ. FT.
<br /> CURVE RADIUS ARC CHORD BEARING DELTA /
<br /> C123 25.00 25.52 24.43 N 06'3012 E 56'2919
<br /> C126 225.00' 15.55' 1 15.55 S 43'45'26" W 03'57'37" PROPOSED:
<br /> C127 25.00' 21.99' 44.72' S 51'262e" IN 11 50*2329' LOWEST FLOOR ELEVATIONS:
<br /> C128 25.00 21.99 21.29 S 31'S6 55" W 50'2329
<br /> LIVING AREA: 105.50'
<br /> DESCRIPTION: GARAGE AREA:
<br /> LOT 26, BLOCK 5, MAP OR PLAT ENTITLED "SILVERADO RANCH SUBDIVISION ELEVATIONS REFERENCED TO
<br /> PHASES 6, 8 & 9A", AS RECORDED IN PLAT BOOK 075, PAGES 075 NORTH AMERICAN VERTICAL
<br /> THROUGH 080, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. DATUM OF 1988. MEAN SEA
<br /> LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: "X & A" COMMUNITY PANEL NO. 12101C 0288 F EFFECTIVE DATE: 9/26/14
<br /> Project Number: Squore Feet: 9125.75 f LENNAR HOMES
<br /> LEGEND:
<br /> (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, J= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
<br /> CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT,
<br /> F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED
<br /> PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT
<br /> REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK,
<br /> U P= UTILITY POLE W F= WOOD FENCE
<br /> JOHN R.BEACH&ASSOCIATES,INC. Drawn By,
<br /> SMS
<br /> SURVEYORS AND MAPPERS
<br /> 911 WEST ST. PETERSBURG DRIVE Checked By.
<br /> ONE OLDSMAR, FLORIDA 34677 JRB
<br /> WAY (813) 854-1276 FAX (813) 855-8370 S1al:
<br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 2/15/19 JBS O 8 ZAr
<br /> THE ORIGINAL RAISED SEAL OF A FLORIDA GN URE DATE
<br /> LICENSED SURVEYOR AND MAPPER JOHN , EACH
<br /> Revisions: FLORIDA G. LAND SURVEYOR No. 2984 LB 4493
<br /> JEFF M. HA TLEY
<br /> 'PR 8-6681 AL SURVEYOR & MAPPER No.7123
<br />
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